In this paper, the so-called Couplet–Heyman problem of finding the minimum thickness
necessary for equilibrium of a circular masonry arch, with general opening angle, subjected …

This paper deals with the fracturing behavior of unreinforced masonry arches and vaults
induced by spreading supports. The traditional method of limit analysis is limited in …

This paper presents a new method to model the nonlinear behavior of double-curvature
masonry structures, possibly reinforced by composite materials, by means of conventional …

Das Bauen im Bestand wird zu einem immer wichtigeren Teilbereich des Bauwesens. Die
Aufgabe der Beurteilung existierender Tragwerke stellt sich bei Umbauten oder …

This paper addresses the long-standing problem of the equilibrium of the circular, pointed,
and elliptical arches commonly found in historical masonry buildings and bridges that are …

In this chapter fundamentals of graphical statics are recalled in order to introduce those
techniques (Méry, Durand-Claye, Eddy, Lévy, Wolfe) that inspired modern computerized …

This chapter is a critical presentation of studies over the last 10 years on the mechanical
response of masonry arches and vaults. More precisely, we focus on a study of masonry …

Masonry arches are one of the most commonly found architectural element in historical
constructions. Over the centuries, arches have been widely used in buildings, connected to …

The paper illustrates some results on a comparative evaluation of the load bearing capacity
of three different types of masonry arches subjected to their own weight and the weight of an …

Le analisi di vulnerabilità a scala territoriale sono state rivolte, nel passato, al costruito
ordinario, utilizzando modelli di valutazione semplificati, su base statistica o euristica; al …